HomeMy WebLinkAboutProduct Approval 8/26/2019 Florida Building.Code Online
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PrododAaoryealNow>Pro�+tatAaaSaticmSeagh>A,ggNgtiam >ApplicationDetalt
["Z CEHVED
FL FL15012-116 D Q 3 2019
Application Type Revislolu
Code Version ST. Lucie County, Permitting
Application Status Approved.`
Comments
Archived
Product Manufacturer C.H.F.Overhead Doo I L Em CM40�11 0 PY
Address/Phone/Email: 1485 Sunrise Drive
Arthur,IL 61911
(217)543-2135 Ext 4273
windloadengineering@chlohd.com ,
Authorized Signature. Pat Hunter
windloadengineering@chiohd.com
Technicat Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory SectionalExterior poor Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed!the John:E.Scates
Evaluation Report
Florida License* PE-51737
Quality Assurance Entity Architectural Testing,Inc.,an Intertek Company
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Gordon Thomas,RE.
Validation Checklist-Hardcopy Received
Certificate of Independence FL15012 R6 COI Cert of Ind Scates 2018 s.
Referenced Standard and Year(of Standard) Standard Year
ASTM E330 2002
DASMA 108 2012
DASMA 108 2017
DASMA 115 2012
DASMA 115 2017
Equivalence of Product Standards
Certified By
Sections from the Code
https:/Iwww.iloridabuilding.org/pr/pr app dU.aspx?param-nrGEVXQwtDquS73Fr2ZyiPgc%2bhldlGcB6goZl6ulbA)2ze%2b(kMcO54w%3d%3d 1/6
8/26/2019 Florida Building.Code Online
Product Approval Method Method 1.Option D
Date Submitted 06/18/2018
Date Validated 06/20/2018
Date Pending FBC Approval 06/26/2018
Date Approved 08/15/2018
Summary of.Products
Go to Page Page 1/2 1
FL# j Modes,Number or Name I Description
j 150.12.1 ;kfL;2140,2141,2240;2241,2150, =06'-00"to 09'-00"wide by 20'high steel sectional door with or 4
2151,2250, 2251,2550,2551, !without polystyrene insulation.
i 14140,4141;4240,4241,4150, 1
4151,4250,4251,5240,5241, i
15250,5251,5940,5941,5950,5951
i
Limits of Use f installation Instructions ;
Approved for use In HVHZ:No FL15012 R6 II lamb Attachment Drawings s pdf
Approved for use outside.HVHZ:Yes FLIS912 R6 11 Z4-Oe9-013L6 s.tK1f
Impact Resistant:No Verified By:John E.Scates,PE FL-51737
Design:Pressure:N/A Created by Independent Third Party:Yes.
Other:Sectional0 doors provided for wind load applications and a Evaluation Reports
I have been tested in accordance with ASTM E330 and j FL15012 R6 AE FUS012 Eval Reot pan r6 s.pdf
ANSI/DASMA 108.Z4-09-013L6 Residential Pan 09'-00"wide @ Created.by Independent:Third Party:Yes
i+23.2/-26.2 PSF,see drawing for additional widths and
;pressures. a
{15012.2 kg L; 2140,2141,2240;2241,2150, 3 06'-00"to 10'-00"wide by 20'high steel sectional door with:or
2151,2250;2251,2550,2551, {without polystyrene insulation.
4140;.4141,4240,4241,4'150,
- 4151,4250,4251,5240,5241,
1 5250,5251,5940,5941,5950,5951
Limits of Use1 Installation:Instructions '
; Approved:for use in HVHZ:.No FLI5012 R6 Ir lamb Attachment Drawings s.pdf
Approved,for use outside HVHZ:Yes 1 FL15012 RS II Z5-D9-013L6 s.vdr
Impact Resistant:No 4 Verified By:John.E.Scates,P.E.FL-51737
Design Pressure:N/A } Created by Independent Third:Party:Yes
Other:Sectional doors provided for windload applications.and Evaluation Reports.
have been:tested in accordance with ASTM:E330'and ; 9115012 R6 AE FLIS012 Evac Rent van r6 s.pdf i
i ANSI/DASMA 108'.Z5-09-013L6 Residentlaf Pan 09`-00"wide @ i Created by Independent.Third Party:Yes.
+27.3/-30.8 PSF,see drawing for additional widths and
'pressures,
15012.3 =khI;2140,2141,2240,2241,2150, 109'-00"to 06'-00''wide by 20'high steel sectional door with or
2151,2250,2251,2550,2551, }without polystyrene Insulation.
'4140,41.41,4240,4241,4150,
g 4151,4250,4251,5240;5241, {
3 5250;5251,5940,5941,5950,5951 i
Limits of Use Installation Instructions
Approved for use in:HVHZ::No - FL15012 R6 H Jamb Attachment Drawings s.gdf
Approved for use outside HVHZ:Yes ? FL15012 06 II Z61-09-131507 s.pdf
Impact Resistant:Yes 3 Verified By:John E.Scates,P.E. FL-51737
Design Pressure: N/A i Created by Independent Third Party:Yes
Other:Sectional doors provided for potential"code-plus" ?Evaluation Reports
applications.Large Missile impact(9,pound missile)and cycling FLlSDI2 R6 AE FL15012 Eval Rept pan r6 s.pdf
tests conducted imaccordance.with ANSI/DASMA 115.Static ; 'Created by Independent Third Party:Yes
tests conducted in accordance with ASTM E330 and: a
ANSI/DASMA 108._Z6i-09-01507 Residential Pan 09'-00"wide i
C+32.0/--36.2 PSF,see drawing for additional widths and
1 `pressures,. }
15.012-4 kiL; 2140,2141,2240,2241,2150, 06'-00"to 09'-00"wide by 20'high steel sectional door with or
:2151,2250,2251,2550,2551, without polystyrene insulation. 1
;4140,4141,4240,4241,4150
?4151,4250,4251,5240;5241,
':5250,5251,5940,5941,5950,5951
Limits of Use `Installation Instructions
Approved for use in HVHZ:No FL15012 R6 11 lamb Attachment Drawings s.pdf
Approved for use outside HVHZ:Yes i FLI5DI2 Rb JJ Z7-00-013L6 s.odf
Impact Resistant:No Verified By:John E.Scates,P.E. FL-51737
Design Pressure:N/A Created by Independent Third Party:Yes
Other:Sectional doors provided for windload applications and Evaluation Reports
have been tested in accordance with,ASTM E330 and 1 FL5012 R6 AE FLISDi 2 Eval Reot pan r6 s.udf
'ANSI/DASMA 108.Z7-09-013L6 Residential Pan 09'-00"wide @Created by Independent Third Party:Yes
https:lfwww.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPgc%2bhldlGcB6goZl6ulbAl2ze%2btkMcO54w%3d%3d 2/6
CAL
' �OQ
N(/KDBE�� �` opo
' iSedes
- r
Supplemental Instructions
Pan Doors: Residential,
13igher wind pressures and.larger doors require additional.
reinforcement
't A, Premature failure of door. system may result.from improper
A CAUTION application:
See chart in lower left corner of drawing sheet one for the
approved wind pressures and door sizes.
These supplemental instructions do not contain basic door
installation steps.and related safety information.
p�A'N A' F'ail'ure to follow basic installation steps and related safety
A WARNG information may result:in injury or death.
Door installers must follow a primary instruction manual for
basic door installation steps and related safety information.
``��\tslj���
The correct selection of door and framing materials in adherence with local ������. : 3Cq'r� ",,
building code directives is the responsibility of the building owner/designer: viGE NgF•,�S
Use of a reinforced garage door does not constitute automatic compliance with l/ N0 51737any building code. Local building code officials determine•compliance criteria. �.
A Iocldng system must be installed if the door is not electrically operated. *A STAfEOF
�`
4U_ZZ
See drawing for stop molding requirements,when door is not.more than P wider than opening_ /�M �•.�LOR��P Q��
When using stop molding,secure molding with minimum 8d.nails or 2-1/2"long screws. //j;SS/ONAL
John E.Scales,P:E.
'--560 King Arthur,Ste 124-54 Professional Engineer's seal
Digitally signed by John E.Scales P.E.
Lewisville,Texas 75056 provided only for verification of
Date:2018.02.0811:47:17-06'00' TXPE56308,R2?03 %vindload'construction details
Supplemental-Instructions-?an Copydehr 2017 CHI Overhead Doors Florida P.E.#51737
Page l of 6
>10` Roof Slope/ Residential Applications.
C.H,I. ASCE 7-05 ASCE 7-10 Pressure(PSF)by Door Width
Wind Zone Exp BMPH Exp BMPH 8'x7' 9'x7' 10'x7' 12'x7' 14'x7' 15'x7' >_16'x7'
Zone 1 90
116 12,9/-14,7 12,8/-14.5 12,7/44.3 12.5/44.1 12,4/-13.9 12.3/-13,8 123/43.7
,1,b::0,.,,�•i:...r:.,,:•;,,.,':,..;, ,' :,a.,;�.F. .:,e � ,1.,.6:;d;'.,,0:/�1r8',,1.r:1�.tt..r,.,,,...a.,. „ �',.,.I,1ta5.Y..r,.,,t8 i/.,1, ,7.,}t9,:..,•r
,.1{:r.ir�.;:•1r�5,,,.d7,
72, rr1,, ,752
Zone 3 110 14.2 _19.3/21.9 19.1/-21,1519.0./-21.4
SS4t,i,i3,,r/r�•`s�r,;�:,,�•i 9,tt r;t�asy.t:yyt,..i,,'r,,c 1�.5 2�E<'11}�,(:!utbitktY`�+d-o.7{.;$d.1�,
i7 x,1.�.1�.i�Y2.'aR+'�°r�11O,•.Y t6.3.�t9r RNat)ai..r+n.,•,"v•`;
I,.
19 0/214 18 7/21,0 18.5/-20,7 18.4/-20,6 18.3/-20.4
4i r.t :ht 1. its F. .iiu C rk. I, ,.,.�, 7 -4' ,7 t.�r •;rF f,. ,,.. .�
ZCine4 1Z0• 955 23:0 �, h,. r t ,
y 261 , 22.8/25 8 2Z 6/25 5 t22 3.7` 5;0 22.0 -24 6 21,9 S 2. ..2+ $•,23{+('i
°• ,. .rVr::., :.,: .: "„e:.r 1,:(: �...;.... v:? 1,.....r�srns,Y : a.,...Y>,:- ..'7`v, !;t, .,..S.r.,.ta..it F._„c.J.At 41`_.�i„e>>, .lr !•c! .v./.t;tii '�;>S: .1.1,:a
t
Zone 5 .130 168 27.0/-30 6 26.7/,30.-2 26 5/29 9 26.2/-29 3 2,5.9/r28.9 25.7/283 25!6/-28.5
2ot ne 6 s.. .,.'....,,t.r.,, ,:.._..dnr J 81s..s,.:,..,,..,.I.. L.,=., .::.,} u,..6.•:.•. z , 0140 a .. . ?, 0s:/Tf..1J7 /438/ 4, d
j1
r5. l.,n •ssc,�.�lc^r1arV;�i:x,i'rli'/.kit Ys.filr):G
Zone 7 150 194 35,9/40,8 35.6/-40..Z 35,3/-39.8 34.8/-39.1 34.4/-38,5 34,3/-38,2 34.1/-38,0
f" i - ;., ....., ,,. '•'+}• ,r;n : .,,., -a•-
,'.:.-.,'. Z,o..,n,,.e..r 8 t -r'c:t•;q:.',. ,,.,k.1..:5.�„6/,,,#::•...1,.a6 0,�.i\J:.Z,_.•.,,,;.,,+2,t .2,:,0a1..:�q.0:*2:0..:6,,.,,,;;.I lcnFri.:.n13.,8.':a6.;/,.4'3c'5:,8,,'.'.;. t.,^.r+.,,•r3a,8.j�..3't/1 4.y3+.;,,3.„:v.,l ,ti,u.-1..,3.:.8::,0s,/'R.:1f4r,,2:r;8.;,y)P,�..�..,r+,-�a.;,r.>,�F+3',s9t7+'d:4.r.•4,..J 4 ir:"s.,�+i!�s=.,.t;ria..k�.��fi- .r,,,,, 9 12 :g.4;:r�•.yaJ.$,i..,,a-.r•,�r,,+,(.>tr,alfi,;,,,,�3:.9,,r5 0:,9x.,./f4",3 r{5�tt
.:
t�.r..�.
Zone 9 166 214 43,9/-49,8 43.6/49.3 43,3/-48.7 42.7/473 42.2/47.1 42.0/-.46.8 41,8/46.6
"the higher Exp 8 values apply to doors greater than 10'wide
5100 Roof Slope/Commercial Applications
C.H.I. ASCE 7-05 ASCE 7-10 Pressure(PSF)by Door Width
Wind Zone Exp BMPH ExpBMPH 8'x8' 9'x8' 101x8' 12'x8' 14'x8' 15'x8' ?16'x8'
Zone 1 90 116 11,7/43.3 -
11.6/ 131 116/130 114 127 113/12,6 1112/-12,5
-'• 1.�:,, , � ) ,. . ,;;: ,,. ,,, / 112/12 4
f n "! ..V •-.t'r,
,dh, a One2 ,i :.n, .d,:10 r4 ,:t t ,1 9: ,)r.• t,1, r. ,.1,f, s V.c. 9 i..J ,R •e rl v1,
..,a rr 'J}
:, �,..•y:�„_ -,,:�.,:„ „ ,,:,<.+.a .,,> ;, . , :,,.� a / ,-� / , /x.60 ,ht' ,14,9..7�.�.7 a r, ,�r3 >re 38/ 3F�5
,i •, r t Y - •t v:5 , ,.t....1:,., 1r,� C s , + s r+ -:s,i :.,ij 1. •a,�'..e',stt tiS r1 ak:.:➢r. a,t 1.r�..::::Wi'1 t,Y;'4:L,. ti, �11t^�,1S�Y L �iti�.Y s+�,.klr.:.4it�ro lat���4.r!`!F's;
Zone 3 110 142 V.5/_19.9 17,4/,19.6 17.3/49A 17 0/19 0 16.8/-!l3,8 16.7/48 6 16 7/-^18.5
,,,.:.,,..,.'r,.....,.:,lc;�o:.,.5n.;�e.;:,_4.,a.t;,,.,,S:...-..,.i.,d.•..,tiJ t5..Ii,.,.4,26"
..,r,k.,u_)-,,,4...,.v�.,(t.�,..„f°,:)n,,,N F 3,,}+,�,..,�r.-.J,.-,.i,-.:.,.,1,i..,5,,.5,'.:....>r i,r...1,),.t LJ:.`.,,.r.,�...f,.-..,.,r+y.,2 0,:r*.,,,',9..,./�.2t 3w.i..6.-,roe,.,,,.-.vr,:':,'._1>„,�1,...,,{r,,,;..1,:,<tY2+'I,0:,....S..�i,,7 q r r,�n2.3rFa\x..3 J...sE...,,.r,{,�,4,�r..,,„,:__.=,il,�.:.2,.i,-„0s,.+;.,..5�.,.i,2.a3;,Y.1re�fr�ra,i,S}..,..�+{.!.,.+,i.>,d,y.d,.�q2n�.0§P.��3,.J y..,(�t..2n'2,2::.,'7 r•,rI`r�y h.ti,L:{\,+�a.,,l.<vrh.i.,r,,e,�2✓:n0,��.,1 f.0...rY�,S.2_S�'E.v%2_'.Ie,.�ra,�,...„,,tft,9,{t*�•':,+K.',,)..J.:,1{r.,'.,,.I�',.•h`�,e
,sr r s.0•r�,�;"l�..":.t�2�,�\r .I'�:'.??�k',ir'r'.:=t;t+iqt:,�3firri���JnIRA#t ,i* . ��2
Zone 5 130 168
.�1.2a,�,.LrI.l•,r`
..
Y 24.5/-27,7 243/,27.4 24,1/-27 1 23.8 26,6 23.5/26.2 13.4/.,2610 233 25 9
;:.
(.. . c,.: t -29r
-:qi a +•• ¢ r r:.__,.,, ) , n:, k.:, ., ! r i;_) ... :. ., v t
Zone6 140 187 t.a,;1.r, 8.4 32+ •ri.. 82, _. . . .. a ; �:
�. � �, s .�.,,�, /, 2 .2 31`7 +r � $0/3 ..4. r 27r 6:30.8 �, 27,3 _.3U•4
« � -r :..v.,.... 3.,..�,..}«..5e tr � ;_ ,;..r,..S-/ { t _...��,.ia, ..:.:-�+'x f - �-/�1...to:u.{'� it�. .::a l:a../x�'.cvti i ..:.'ra�7•al;,=,x•:���'r, -a�t;:_4:wfrv-,.n��i1,F��far.�kr12a k,l
Zone 7 150 194 32.6/-36,9 32,3/-36.4 32.1,/r36.0 31 7 35 31 3/3 9 /-�4 /
/ 4 4 31 1 34 7 310 34.5
l
J. < INV', f
1.; ,. n ., ,, ,,15,4 , ;�) r.: ,,, 99', .s.� ,3..3$ .,.,rs, „ . .F,.J• ::_ :.. � ,,.,>kt ;< ,.n..> a :t•F:,er,
32 9 36 7j� 3 32 �y ,1,rtr
+t �� *t, ,.F, 3 C0�:3�Y1.4 r
,_re �,n.d4>W„fi .,.,r.+n. k„.t,..,, ,Y•, •ra„ ,,., ,.l.tul,e.S rtr rh .n,.1:,1. :nr,e..^,il+ ^t+w,.irkS'+k?o-a,t4lr,uJ,„aJf 1.,.hi,.'tf.n^3'lih!+.,.�trtd,a,a+h„r"'� .4�.wd,
Zone 9 166 214 39.8/-45.0 39.4/-44.4 39.1/-44,0 38,6/43 2 38.2/42.5. 38.0/-42.3 37,8/-42.0
General Notes
-Exp B values are to nearest miles-per-hour(MPH)
-Pressure values are pounds-per-squarerfoot(PSF) Mean Roof Height(MRH)/ Exposures(Exp)
-Positive pressure signifies pressure acting inward to the building MRH Exp 6 EXP C Exp D
-Negative pressure signifies pressure acting outward from the building 15' 100% 19ma 82%
-Enclosed structure classification with 2'of the door In the end zone ft20Y J r+lug;Fx S"*r3 i oSfYy��y' t r�w,�g�o"wr( 4x 5.,,,y
kt�].Ob/
-60'x 40'building size(larger buildings may require higher negative PSF) 25' 100% 86% 78%
-30'Mean Roo Height(MRH),see chart for differing MRH and Ex values s' MIA"Ay�t 'o ", �{�k, cs2r$ti4�?� k,, `7{,s 1� p� a 1? f
Roof g ( ). g - P q^:r..•+�+ 1,iri+i,�? 00%.t�x�rfir y 9'rf;ncl''if°.t.;rl'ih, i} F!�& 15€., , ;}rtf,4�d.F-1,101.:L,;1
-Greater door heights require lower PSF values to meet same MPH 35' 97% 83% 76%
s 4i r },,< °k r ,rY id O .Y{ �,i,�p, n' ta'1 yt,ra.
X40 rr v 95 f a e {81;1drly?} t` ) %r bo`V
r, .,.. .W... i•.7 .:h..7 rw,.,..aY..k .,..+FiM.a ..k.@saw:+t;bnc rJ 2a rz A+t}r`�xRtnssa;: .1
ASCE 7-05 notes 45' 94% 80% 74%
-importance Factor of 1.00 l, r. 4y�i50'bfi .1 .i^ rV}�a�p�g p ' hr'�+Y.�}!t��t 0o�gF�I�s ia'7k 11; 5,dTO'
-Utillzes nominal/basic wind speeds 55' gy 91010/ { 779%y t1 73% p?°r'•v�,'I}•,�'�r.r�1 ,�t'r t's.d'u s90t7,o' 4 r�u r °+s3�.-.��i4?iFi38 Y`iGr i�h't-u" jiIIW•<i�h�; r`air.�{:tii
ASCE 7-10 notes These percentages reduce Exp B wind speeds to approximate MPH for mean roof
-Risk Catergory II heights shown in MRH column,
-Utilizes ultimate wind speeds
I
Page 2 of 6
For Use With Drawing Number
Z7-09-013L6
Strut Placement
Door Height
Section. 6'-6"to TO" T-6"to 8'-0" &-3"to 8'-9" 9'-0"to 10'-6" 10=9"to 123" 12'-6'to 14'-0" 1-C 3"to 15`T ';1.64"to LT-6" 1T-9"to IT`3" 19'-6"to 20'-0"
Nrumber
12 NIA NIA NIA N[A NIA N/A N[A NIA NIA 1 at Detail A
1,L N/A NIA N/A NIA N/A N/A N[A N/A L at.Detail A. I at'Derail,6
l at Detail'C
1.0 NIA N/A AT/A N[A NIA. N[A N[A [at.Detail A I arDetaif B 1 atDetail C
1 at.DetailC
9 NIA NIA NIA N/A N/A MA LatDetail A LarDetailB : lat.DetaaB 1.atDetailB
LatDetail C IatDetail.0 IatDetail C
8 N[A N/A NIA N/A NIA. 1.at Detaif A. L at Detail B L at Detail C I aLDetaif.C L at Detail C
t at Detail C
7 NIA NIA NIA N/A L at Detail A. 1.at DetailB I I at Detail B I at Detail B 1'at Detail B I at Detail B
fatDetail.0 IatDetail C 1,at:Detail C LatDetail,C Iat'DetallC
6at Detail
I. .B
N/A N[A N/A. latDetail A. IatDaiddC IatDetail C IatDetaiLC LatDeWIC ! IatDctailC= I.atDetail C
J` N/A I atDeGtil A I atDetailA t'at Detail B, 1'at Detail'B 1 at Detail:B I arDetailB 1 at Detail B I at Detail B I atDetaif B:_
1 atDetail.C I:atDetail,C 1''atDetail C 1.atDetail C I.atDetail C 1 atDetail C I atDetail C
4 latDetail A latI-atDetail BDetailB IatDetaiLC , latDctaifC LatDetail C LatDetnilC 1ai-DetailC IatDetail.C LatDetaiLC IatDetail:C
3 I at Detail B I at.Detail B t at Dctail B 1 atDetail B j 1 at.DeiaiL B 1 at Detail B L atDetail B L atDetail'B L at.Detail B l at Detail B'
LatDcudC l.at.Detad.0 IatDetail,C 1.at,Detail C IatDetZ.0 Lau.Detail C LatDeudC LatDetaiLC tatDetail C Iat'DetaiIC
2 IatDetailC TIatDetailC 1.atDetail.C IatDetail C. IacDetail C Iat:Detail.C LatDetail C fatDetail C IatDetail C IatDetail C
f I at Detail.D I at Detail D I at De4tif D t a[DctnR D I at Detail D 1 at Detail D L at Detail D L atDetail D I at Detail.D I at Detail D
Push Nut Detail,(use on all rollers)
'use 3/8"1.D.on bottom.fixture roller stem f ro
use 7/16"1.D.on.end.hinge and top fixture roller stems
-Push nut:.Slide roller.into fixture and'.tap
t .push nut onto roller stem using 1/2"socket
and hammer. Leave 1/8"to 1/4"space D
between push nut and fixture_
Track Bracket Spacing.
Track bracket spacing shown for doors'.up to four sections high.Additional
door sections may be added for maximum door heightdepicted on line
drawing. Track brackets must be added(per track)for each section and C
spaced'at a distance.not greater than thecorresponding section height(see
linedrawing for required quantities).
Strut Placement.Concerning.Windows
Where a.strut crosses a window,it is acceptable to:move the strut from a
position of"Strut above hinge"down to"Strut on top half of the hinge'. Do Not
Window placement in any section other than the top section must follow the Gzceed
same strut quantity and location as shown for the top section. B
D 1100"
28
StruL Strut C "
B 28"
e.
A 10 A A
End Hinge ` Lind Hinge
+/-Y t01eT8IICe i
i
Strut above(tinge Struton top half of hinge Page 3 of 6
For Use.With.Drawing Number
Z7-09-013L6
Strut Placement Detail
Strut End-Hinge Strut
4
Top Fixture
Strut End Hinge
Strut above top fixture Strnt on bottom half of hinge Strut abovehinge
Detail A Detail.B Detail C
End Hinge
End.Hinge
or
(I:-Ad Bottom Fixture
Strut in center of section.
Detail D
/—Optional Windows
Intermediate Hinge
A '. /—Stxut
CR
RStrut
C Strut
C Strut
D Strut
Struts
Page 4 of 6
4 i - 3
Glazing Options:(Max daylight opening 39-3/8"x 12-1/2")
"l/8"DS13
-1/4"Tempered Glass or polyearbomue
4/16"Insulated Glass w/o}it fol-Tompored
O D
9'-0"width shown
�... • (see notes for other widths)
Optional Windows
(,;cc Gliding Options)
•n � _2 `cj �••++
w —_----- door height `d
4D -6'-.61.la 7 0`1 4 5 3
Top Pixturc T-6"to 8'-0" 5 6 4
C - --
ID 8'-3`to 8'4" 5 7 4 C
2 Flag 9.0'to 10'-0" G R 5
----____ ___ Bracket
End Stile I0'-9"to 12`=3" 7 IO G
12'-6to 14'-0" R 11 7
O 14'-3 to 15'-9" 9 13 R
End Hinge - iC 16'-0"to 17'-fi' 10 14 9
_. - 2.
Track 17'-9 to 19-3" Il IG 10
4A ___
2 Z. _. .__ --- Bracket 1)'-G to I9.20' " 12 17 11
Bottom Fixture Track bracket quantities shownam
m
- for use with grado 2 or better Soiuhern
Yellow Pine.Refer to Jamb Anaohment
2B. .- 2A Detail supplemental instruotions for
B 2 Z usage of altemato jamb mincrials. B
Details for door heights up to 20'-0"
Intermediate Strut are contained in the Supplemental
Hinge Instructions,`1tddhin towhich ant required in
i 1 f1 addition to this drawn t'or insinllnlibn.
`��i,_ �; SG►q ��` 1)o not instA door using only this
`♦ aN��. ��� drawing
�♦ �Q;��GEN$��,,'� /� Supporting stru aural element~~hall
be destined by it registered proressional
400 engineer for wind loads shown on dus
This door has been ovaluated in aneoedtmec with ASTM B 3302002 and �� 1 No.M737 y drawing.if door is not electrically
ANSIMASMA 108-2002,108-2005&108.2012 operated;n luck must be installed.
Applicable wind speed~are dependent on building envelope * s * �• .:�
and must be determined in compliance with relevant ASCII 7; ,a� S-fATE OF '04-"j -
IBC or IRC,ttaudtii'ds to meet regional and local requirements, ,
ofty "V
\
Maximum door height: 20-00"
A Glazing and doer have not been tested for windbome debris. �����,�` 0{Z�0'� \� A
ONA ? ♦ nis
` a„>
V+j104
ssaro 0'SF) Slile Qty ///,�//�j"+L`1 `\` john E,Scares,l?• �0�°�O� OS-25-2012
J•60,92660 King Arthur,Ste 124-54 Models 2X4X,2X-5X,4X4X,
/• Professional Engineer's swirl provided Lewisville,TX 75056 4X5X,S2XX,59XX
/.45 7 1T6404, r only for verification of windload TXPE 56309,F-2203
construction details Plorida P.E.#51737
C.H.1.Drawing:Z7-U9-013L6
4. 3 pagw l of 2
2 _ I
4 3 _ 2
1.
Details on some views may have been omitted for clarity.
Top Fixturegalvanized
The vertical wood jamb fasteners may be countersunk to provide u flat mounting surface. Nle Bracket
(.059)galvanized steel lisp fixture Jt y P d ' g
attached with See jamb attachment details for more information about attaching jambs to structure. (.086)galvanized o 0 0
four 1/4"x 3/4"screws. steel flat bracket
D 2"x 7/16"(nominal)stop molding to be attached with minimum 8d nail attached to wood D
push nut or 2-1/2°long screw on 5"spacing.Stop molding not required when door jamb with three
is more than l"Wider than opening, 5/16"x 1-5/8"
End Stile wood lag screws,to
° 034 steel end stile nominal(0185)galvanized steel minimum
(• ) horizon[iil track
Willi two 1/4"x 5/8"
- truck bolts and nuts
and to vertical track
Willi two 1/4"X 5/8' a
track bolts and nuts.
Optional Top PixitYre (.034)steel center stile 2"(min)x.045(min)
(.109)galvanized steel top fixture galvanized steel track
C attached with
two 1/4"x 3/4"screws: Track Bracket C
p push nut (.102)galvanized steel track
8 bracket attached to wood jamb
(.034)steel end stile with one 5/16"x 1-5/8"wood °
O�
lag screw per bracket and °
attached to vertical track with
J one 1/4"x 5/8"track bolt and
nut or two 1/4"x 11/32"rivets.
End Hinge
galvanized steel Intermediate Hinge
atttaolted with (,0%galvanized steel
Q9
attached with
O four 1/4"X 3/4"screws, — four 1/4"x 314"screws.
SQ0
B push nut ��� 0�,��cENS�•lCd►
2"(max.for.058 thick) L I. 2 3/4" 'r', , •,,` B
4"(max.for.109 thick) "��— 2 3/4 No.5173?
� � s
, •p: STATE OF
nominal 02 (thin,) r— 3-1/2 (min:)stern �� f�
10(min.)ball rollor /�O�• /t`� �P: �2�`
with nylon or steel tire. /� �`• OR� '��`�� —
Ili
AIIL
e
00 �" _.I
professional Engineer's seal provided
coo O -•
-
Bottom Bracket. LD. ° 1718;. only for verification of windload
A construction details
(.102)galvanized steel bottom bracket q
attached with 1/2" (1nlI^ MM pp oCt
push nut VOLJL1oDaO�E1 nts
four red 1/4"x 3/4"screws. John E.States,P.E. F05-25-2017
Optional Bottom Bracket Strad 2560 King Arthur.Ste 124-54 Models:2X4X.2X5X,4X4X;
push not .0 09)galvanized steel bottom bracket (.051)50 ksi galvanized steel 3"strut Lewisville,TX 75056 4X5X,52XX,59XX
Vinyl attached with attached with TXP)S 56308,F-2203 —
Aluminum extrusion 013L609
Z7
i
D
I
H..Drawing: - -
weatherstrip four red 1/4"x 3/4"screws. two 1/4"x 3/4"screws per stile. Florida P.E.#51737 C. page 2 of 2
4 3 2 1
Anchor;rrW apeon or Tapcon LDT or Simpson Strong-Tie, keep each area clear of
ITW Ratnsot/Redhead Tapcon,1/4"diameter;minimum 3.5"Imig with washor•thatcnnfomts to ANS1B18.22,1 type B. any back jamb
ITW RaPnsetJ Redhead Large Diameter TapLitn 3J$ diameter,minimum 4"long with washer That confunttfi to ANSI B IR.22.i type B.
attachment fasteners
Simpson'ritM HD 3/8"diameter,minimum 4"long with washer that toANS-I1318,22,1 type B. } / 3"
Simpson Wedge All,3/I!"diameter;minimum 4"long with witsher(hili cohl'omts to ANSI B 18.22.1 type B. 8" 0
11
When applying back jambs aver dry wall or other non structural wall covering;use]bngerfasieners to instrro minimum embedment rcgnircil, 1 header
This'chart applies to wood species with specific gravity greater than ar equal to 0.42 including spruce pine Gr(SP1)and southern pine(5P). MM
See chart for minimum washer .diaiueter. Washer diameters in chart aro based Mi ttse of Spruce Pine Fir, Washers may be 10%smaller When Soadicm pine is used. 8"
See chart for minimum edge distance required. Lowes(anchor to be greater than the minimum edge distance up front lite floorand less than 10-inches from the floor. VIA 1
FASTENER SPACING(inches)
2500 psi concrete Filled CMU
Simpson
I Tapcoll _ strong-Tie D00R WIDTH(feet and inches)at a given DESIGN PRESSURE(PSF)_
N24
i/411 3/9" 3/9 3/8"1319" 140sf 17psf 200sf 24psf 28psf 32 sf 36psf 40psf 44psf 48psf .53psf 58 sf 63psf 69 sf 7§psf 81psf 87psf 93psf
24 24 24.., 24 24 22'-9 18'-9„ 15'-11_13'-3 111=4 9'-11 8'-10 7'-11 V-3 6'=7 6.0. 5`-6 5'-0 . 4'-7 4'-3 3'-11 n/a n/a
22 24 24 24_ .__24 24'-3 20'-0 17'-0 14'-1 12'-1 10'-7 9'-5 8'-6 7--8 T-0 6'-4 5'=10 5'-4 4'-11 W-6 W-2 n/a n/a
: t ' °
20 24,. 24 24 .16-_, 26'-6 21.9 18.6 15'-5 13'-3 11-7 10.3 9.3 8.5 7'-B_ T=0 6-4 5'40 5'-4_ 41-11 4'-6 4'-3 3'-11 _
-18 24 22 24 16 28'-10 23'-9 20'--2 16'-10 14'-S 12'�-7 11'-2 10'-1 9'-2 8'-5 7'-7 6'-11 6--5 5'-10 5'-44'-11 4'-7 4-4
12_ 24. _ _20 24 16 31'-9, 26'=222'-3. 18'-6 15'-10 13'-10 12'-4 11'-1 10'-1_ 9'-3 W4 7'-8 T-0_ 6`-5 51=11 5'-5 5'-1 4`69
24 15 124 18 24_ - 16 34'-9 28'-2 24'-0 20'-0 17'-1 15'-0 13'-4 12`-0 10'40 10'-0. 9'-0 8'-3 7'-7 1 6`611 1 6'-4 5'-11 1 5'-6 5'-1
24 15 24. S7 16 16 36-3 29'-10 25'-4 21'-2 18'-1 15'-10.14'-1 12'-8 11'-6 10'-7_ 9'-1 8'-9 8'-0 T-4 6'-9 6'-3 5'-10 5'•5 �Elighest anchor installed at
22 13 24 16 16 8 n/a_. 32`-3 _27'=5 22'=10 19'-7 17'-1 15'-2 13'-8 12'-5 11'-5 10'-4 9'-5 8'-8 T-11_ _71-3 6'-9 6'-3 5'-10 lens)as high as door opening. °
21 13 24 15_ 16 8 n/a 33'-10 28'-9 24`•0 20'-6 1$`-0 .16'-0 14'-4 13'-1 12'-0 1040 9'-11 9'-1 8'-4 7'-8 T-1 6'-7 6'-2
Anchors to be evenly spaced bcnvicen
19 12 24 14_ 16 8 n/a -31'-4 26'41 22'-5 191-7 1T-5 ,15'-8 14'-3 13'-0 11140 10'-9 _9'-11 9'-1 8'-4 7'-9 7'-2_ 6'-8 the[tender and the Floor.
16 10 24 12 16 8 n/a n/a 36'-6 30'-0 25'-8 22'-6 20'-0 18'-0 16'-4 15'-0 13'-7 12'-4 11'-5 10'-5 9'-7 W-10 _ 8'-3 T-8
16_ ._10 24 .11 8 8 h/a_ n/a_ n/a.,_ 31'-9 27'=2 23'-9 21'-2 19'•0 1T=3 15'-10 14'-4 19`-1 12'-1..11'-0 10-1 9'-4 8'-9 8'-2
14 8 24 10 8 8 n/a n/a n/a - 35'-9 30'-8 26'-10 23'-10 21'-5 19'-6 1T-10 16'-2 14'-9 13'-7 12'-5 11'-5 10'67 9'=10 _9'-2
12. _ 7 20 9 8,. - 8 n/a n/a ,n/a n/a n/a 30'-11 25 5 24'.=8 22'-5. 20'-7 18'-8 1T-0 15'-8 14'-4 13'-2 12'-2 11'•4.-10'-7
8. _ _ 0. ._ 8 - 8 n/a n/a n/a n/a n/a 31'-10 28'3- 25'-6 73'-2_ 21'-3. 19'-2 17'-7 16'-2 14'-9. 13'-7 12'-7 11'-8 10'-11
10 6 17 72xG sttvetuml glade lumber.
11 7 2
May be counterbornd up to 3/9"deep
._ 8 hJa n/a n/a n/a n/a n/a n/a 32'0 28'-9 26'-2 24'-0 21'-8 19'-10.18'-3 16'-8 15'-4 14'-2 13'-2 12'-4 at each Anchor location to provide u
9_ _n/a_. i6 6 8 n/a h/a n/a _n/a _n/a_.__n/a n/a n/a 32`=0. _29'-1, 26'-8 24'-1 22'-0 20'-3._18`-6_ 17'-0 15'=9 14'-8_-13'-9 flush mounting surface.
8_ h/a _13 6 n/a_ _n/a. nja nJa h/a _n/a .n/a n/a .n/a_ n/a n[a30'-11 28'-0 25'4 23'-6 21'-6 19`-9 18'-3 1T-0 15'-11
n/a n/a 12 n/a _ n/a n/a n/a, n/a n/a n/a h/-a_ n/a____n/a_ n/a n/a n/a 31-4_.29'-7 V-3 24-10 22'=10 21'-2 19'-8 18'-5
2500 psi concrete Filled CMU 14psf 17psf 200sf 240sf 28psf 32psf 36psf 40psf 44psf 48psf 5300 58psf 63psf 6900 75psf 61psf 87psf 981
First anchor to start at no more thaw
Viten Wedge-Ta coh ITW LUT a DOOR WIDTH feet and inches 8t a Nell DESIGN PRESSURE PSK no l ss Jinn the
spacing edge distal
p Ho all ( � g ( ) no less than the minimum edge distance. '
3/8'' 3/8" 3/8".-_3/8"_.PASTENER DIAMETER
1.75" 1,75" 15 2:5" 2,75" 2,68-" EMBEDMENTLENGTH °
_7/8"_1=1/2" 1" 1-i/Sit 1.1/8"WASHER bIAMEM
2-1/2"261/2" 3' _3"_- 4" 4" EDGE DISTANCE Supporting stnrcaval elements shall be designed by it registered
508# 31911 8590 371#1 480# 8404 FASTENER LOAb CAPACITY r `) professional engineer for wind loads in addition to other loads.
This drawing does not address the jamb/wall design,but only door
allaehrr nm.Jdmh/wall construction is shown only for illustration
\\ -,,tX purposes. The building,designer is responsible lar ensuring that the
`� Q T�pENBF•.S // jamb/wall is sufficient to carry the door live and static load.. This
Digitally signed by John E.Seates P.E. �� v drawing does not nddress the spring pad connections. Reg:sierMl
Date:2018.02.0715.11:58-06'00' No,51737 �� professional engineer may approved an alternative design.
Manufacturer's installation instructions must he followed �.
Maximum spacing shown in chart. = * ;�r= 0�0 SCALE none
John E.Scates,P.E, ,ir ,a. M
Lesser spacing may be used to ovoid interference with door hardware � W O��
and or fastening system,but not less than 6". 2560 King Arthur,Ste 124-54 '0 s� STATE OF alp` DATE
Load per jamb=U,5 x door Width x max positive pressure x door height. Lewisville,TX 75056 i p `. o v� H❑4.Dn 0�� 2-18-2015
-0 F P #
P J P p g / A ID
Florida P.E.f!51737 / (�
Use MUminblock
mum 2000 alts shall co oil concrete when 90. CMU. TXP6 56308,P-2203 /// S/DNp4�?�� Back Jamb Attachment Detail
gg Concrete Anchors
CMU fastener spacing distance may vary+/-1", II -
Professional Engineer's seal provided only for verification of tvindload coitstructiOil Lails. C.H.I. Drawing: BJA-101 Rev.-07
Use SP values only,f both structure and jamb aro Southern Pine. 112'MIN r MIN
J l2"M1N 112"MIN 1/2"
MIN
SPF values when Spruce-Pine-Fir is present in sttvciure or jamb mnte•ial.
ATTACHMENT MF A 1 TACHML"N'1'MF
Lesser spacing may be used to avoid interference with door hardware and or fastening system. - 2x6 WOOD JAMB 20 WOOD IAMB
spacing shown in chart. ON SHEATHING
Lag screwt 3%8"diameter x 3"minimum long;must conform to ANSI/ASME B 18.2.1 t/2"SHEATHING
When applying back jarnbs over dry wall or other non Structural Wall covering,
use longer lags scrows to insure 1-1/2"minimurn embedment required,
washer:1-1/8"rnihimum outside diameter;must conform to ANSI 1318.22.1 type A, Ys"x 3"LAC SCREWS
Pre-drill 1/4"diametet pilot holes for lug 86rew insertion. 1-1/2'minimorn lag screw edge distance required.
Spruce=Plne Flr(SPF) y:"SHEATH1Nc
MAX LAG SCREW SPACING(Inches)I'OR.DOOR WIDTH(Max)vs DESIGN.PRESSURE �YA"x 3-1/2"LAG SCREWS
_._. _.....__ — _ keep each arca
MAX WIDTH DESIGN PRESSURE IN POUNDS,PERSQUARE-FEET(PPF) _ �� clear or any back
__IN FEET_ 12 PSF 15 PSF 18 PSF 21 PSF 24 PSF 27-PSF 30 PSF 33 PSF 36 PSF 39 PSF 42 PSF 46 PSF 50 PSF 53 PSF. jamb maeh,nenl
5 9' 24" 24" 24" 24" 24" 24" 24" 24" 24" 24 24" 24" 24" 24" fastbncn
10" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 23" 21"
tit' 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 22" 20" 19" 18"
14' 24" 24" 24" 24" 24" 24" 24" 24" 22" 21" 19" 17" 16" 15" ® R„
15' 24" 24'' 24" 24' 24" 24" 24" 23" 21" 19" 18" 16" 15" 14" header
16' 24" 24" 24" 24" 24" 24" 24'' 21" 20" 18'" 17" 15" 144' 13" —W^_•••�
18' 24" 24" 24" 24" 24" 23" 21" 191, 17" 16" 15" 13" 12" 12" L s„
20' 24" 24" 24" 24" 24" 21" 19" 17 16" 14" 13" 12" 11" 10" 1 /
22' 24" 24" 24" 24" 21" 19" 17" 16i, 14" 13" 12" 11" 10'" 9" 3"
24' 24" 24" 24" 22" 20" 17" 161" 14" 131' 12" 11" 10" 9" 9" y
26' 24" 24" 24" 21" 18" 16" 14" 13" 12"' 11" 10" 9" 8" 8" T
30' 24"-,, 24" 21" 18" 16" 14" 12," 11" 1o" 9" 91; 8'' 7" 7"
Southern Pine OR)
IMAX LAG SCREW SPACING(Inches)FOR DOOR-WIDTH{max)vs DESIGN_PRESSURE °
MAX WIDTH DESIGN PRESSURE IN POUNDS=PER-SQUARE-FEET(PSF)
_IN FEET_ 12 PSF15 PSF. 18 PSF_21—PSF 24 PSF 27 PSF 30 PSF 33 PSF 36 PSF 39 PSF.-42 PSF 46 PSF 50 PSF 53 PSF_
5 10' 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" Highest anchor installed at
12' 24" 24" 24" 20 24" 24" 20 24" 24" 24" 24" 24" 24" 23" leasi as high as door opening. -�
14' 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 23" 21" 20"
15' 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 23" 21" 191' 181' °
16' 24" 24" 24" 24" 24" 24" 24'` 24" 24" 23" 22" 20" 18" 17" Anchors to be evenly spaced between
18' 24" 24" 24" 24" 24" 24" 24" 24" 22" 21" 19'' 17" 16" 151' the header and the Floor.
20' 24" 24" 24" 24" 24" 24" 24" 22" 201' 19" 17'' 16" 14" 14"
22' 24" 24" 24" 24" 24" 24" 22" 201" 18" 17" 16" 14" 13" 12"
24' 24" 24" 24" 24" 24" 22" 201" 18" 17" 15" 14" 13" 12" 11"
26' 24" 24" 24" 24" 23" 21" 19" 17" 15" 14" 13" 12'' 11" 10" 2x6shuctural grade lumber.
-So' 24" 24" _. 24" 23" 20" 18" 16" 15" 13" 12" 11" 10" 9'' 9" May be counterbored up to 3/8"deep ar
each anchor location to provide at
nash mounting surface.
a
\\��\ �V--Sam V/�� First anchor to start at no more than
`` Q ,GEN$ : des Z half the fastener spacing distance and
Is f �' % � no loss than the minimum edge distance.
No.51737
Digitally signed by John E.Scates P.Et,
Date:2018,02.0715:11:28-06'00' r it * '
4 STATE OF ;� �,g DE� scat Enone
Southern P)nc(SP)specitiq gravity=0.55;load per anohor 620 pounds, � ; A-F 000
Spruce•Pine-Fit•(SPF)specific gravity=0.42;load per anchor=482 pounds. /-0-•, All P.., �� O ❑O0� DATE
// S �R%�G G a n n o 0 0 o es_ 4-25-2017
Ivlaxinitim load per jamb=0.5 x(door height)x(door Width)x(maximum positive pressure) FS+..'`----�' "1
These charts do not address spring pad connections to the building. John E.Scates,PR //� /ONA4 \\\ Back Jamb Attachment Detail
Altemative design may be approved by a registered professional engineer. 2560 King Arthur,Ste 124-54 ////111110'.
Supporting structural elements shall be designed by a registered professional Lewisville,TX 75056 J Lag Screw
engineer for wind loads in addition to other loads. Florida P.E.4 51737 Professional Engineer's seal provided only for
TXPE 56308,F-2203 verification of windlead construction details. C.H,I,Drawing: BJA-102 Rev.-06
Self tapping screws (with steel) track �'Seeoty:1/4"dia x 3/4"self litpp n scrow:most conform to ANSI/AS,ME B 19:3.1. 100"X 1"fillet welds
—�
USE 9/16" -- %t"ttcel lambs,nllowablo load per sclow=444 Ihs. Wolds perfurmeil by u Ccn(ticil Welder of inspeciett by a
MiN1MU bracket or Allowable lout or sen)w:12 gung&=209)bx,14 gauge=143168,and 16 gauge=110lbs. Certified Welding Inspector to verify integrity of welds.
reverse p gt x gt s gauge , „
bfAMETER ,, I-gaitgc or/r, steel lambs;allownblb IoM per weld=1,272 lbs.
g continuous Optional Washer:9116"O,D.minimum:must conform iir ANSI B19.22.1 type A.
angle WASI.1'8R 1F Use all necessary pracoulienx whop welding gnlvanired steel.
SCREW HEAD angle Washer not required if fastener hand bas minimum 9/16"outside dianteier' Welds to be evenly spaced between]tender and flour.
- ISLESS THAN Lowest fastener(o be within 10-inches of lho floor
-- Lowest Wold to be within 10-inches ol'tho floor
9/1V DIAMETER Maxinrtnn sliacuig shown in Chan: LCRser sptloing mity,be used to tivoid inter9'ercnco
with door component Bysjaln. Miuintum of 3 welds perjdmb required.
Add holes to continuous angle as requitcd to wNry f astoner spacing in thew churn. pillet welds Io haven slnuNti or pacing face vent re
These charts do not address spring pad connections io the build'urg. Tack weld roe of angle rt same spacing to provost rotation of track angle.
Load per jamb=0.5 x door width x took positive pressure x floor height contour
rail chticshcs shnlf lie ground es.smninh
ATTACHMENT SPACING Ihehes) � contour uml checked ui unsure uuindness.
satewS _SCREWS SCREWS.J36
.SCREWS These elinrts do not address spring pad connections to the building.
WELDS._. ..__
16 ga 14 ga 12 ga 3/16" 3/16' DOOR WIDTH(feet and inches)at a giveh DESIGN PRESSURE(PSF) Load pef•jamb=0.5 x door width x max positive pfemuro x door height
jamb, jamb Jamb- jamb jamb 14 $f 17psf 20psf ?4psf_ 78psf 32psf 36psf_ 40psf 44psf 48psf 53psf.24 31 36 36 36 T-10 6'-5 5'-6 4'-7 V-11 3'-5 3'-0 n%a n/a n/a n/a track bracket.aT
20 26 36 36 36 9'-5 1'-9 0-7 5'-6 4'-8 4'=1 3'-8 n/a n/a n/a h1a18 24 36 36 36 W-11 8'-2 6'-11 5'-9 4'-11 4'64 3''-10 n/a n/a n/a n/a' continllotls angle reverse 2ingUle
16 20 30 36 36 36 11=9 9'-8 8'-3 6'-10 5'-10 V4 4'67 4'-1 n/a n/a n/a
14 18 26 36 36 36 13'65 11'61 9'-5 1'-10 6'-8 5'=10 5'-2 4'-8 4'-9 3'-11 n/a
12 16 24 36 36 36 14'-1112'-3 10'-5 W-S T-5 W-6 V'9 5'-2 4'-9 4'-4 3'-11
12 i5 22 36 36 36 15'-8 12'-11 11'-0 9'-2 7040 6'-10 6'-1 5'-6 5'-0 4'-7 W-1 I00"z I"long fillet weld
9 12 17 36 36 36 20-5 16'-9 14'-3 11'-1110'-2 8'-11 7'-11 7'-1 6'-6 5'-11 5'-4 4'-11 4'-6 4'4 n/a n/a n/a n/a (E60XX Electrodes Min).
8 10 16 36 94 36 22'4 18'-5 15'-8 13%0 11'-2 9'-9 8'-8 7'-10 7'=1 6'-6 5'-10 5'-4 4'=11 4'-6 4'-2 n/a n/a n/a Weld to In located vertically on
7 10 14 36 31 36 24'-6 20'-2 V-1 14'-3 12'-3 10'-8 9'-6 8'-6 7'-9 T-1 6'=5 5'-11 5'-5 4'-11 4'-6 4'-2 3'-11 n/a (angle at spnoing specified in chart
:Ind tock weld toe of Daigle or
6 8 12 36 25 36 29'-10 24'-7 20'-1017-5 14'-1113'-0 11'-7 10'-5 9'-6 8'-8 7'40 T-2 6'47 6'-0 5'-6 5'-1 4'-9 W-5 track bracket ut same spacing.
6 7 11 36 24 36 31'-5 25'40 22'40 15'-4 15'=8 13'49 12'-2 11'-6 10'-0 9'-2 8'-3 7'-1 6'-11 6'-4 5'40 5'=5 5'-0 4'-8
n/a 6 8 96 18 36 40-10 33'-7 28'-7 23'40 20'=5 17'-X015'-1014'-3 13'%0 11'-1110'-9 W-10 9'4) 8'-3 7'-7 7'-0 6'-6 6'-1
n/a 5 7 36 16 36 n/a 39'=2 33'-3 27'-9 23'=9 20'-9 18146 16'-1 15'-1 13'-1012'-6 1i'-5 10'-6 9'-7 8'40 8'-2 7'-7 7'4
n/a n/a 6 36 12 36 n/a h/a 41'-9 34'-i0 29'40 26'-1 23'-2 20'-10 Wml!l 1T-5 15'-9 14'-4 13'-3 12'-1 11'-1 10'-3 9'-1 8'-11
n/a n/a 5 32 11 32 n/a n/a h/a 39'-9 34'-0 29'-9 26'-6 23'-10 21'-8 19'-1018'-0 16'-5 15'-1 13'-9 12'-8 11'-9 10'4110'-3
n/a n/a n/a 30 10 30 n/a . n/a n/a n/a 36'-4 31'-9 28'-3 25'-5 23'-1 21'-2 19'-2 17'-6 ].6'-1 14'-8 13'-6 12'-6 11'-8 10'-11
n/a n/a n/a 26 9 26 n/a n/a n/a n/a n/a 361-8 32'-7 29'-4 26'-S 24'-5 22'-1 20'-2 18'=7 17'=0 15'-7 14'-5 13'-5 12'-7
n/a n/a n/a 24 8 24 n/a n/a n/a n/a n/a n/a 35'-4 31'-9 28'-10 26'-6 24'-0 21'4120-2 18'-5 16'-1115'-8 14'-1 13'-8
n/a n/a n/a 16 5 16 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 32'-10 30'-3 27'-7 25'-5 23'-6 21'4120'-6
n/a n/a n/a 14 n/a 14 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 31'-7 29'-0 26'•1125'-0 23'-5
n/a __.h/a h/a. _12_ _ n/a__ _12 h/a n/a_ h/a. _n/an/a.__ h/a_ n/a _n/a-__h/a_ n/a n/a n/a... h/a _-n/a_ n/a 31'-4.29'-2.2744
SCREWS SCREWS I sckews weus3_ se _wens 34psf 17psf 20psf-_-24psf_-28psf 32p sf mpO 46psf, d4psf 48psf 53psf_ 58psf_ 63psf _69psf, 75 sf 81psf 87psf 93psf
16 a 14 a 12 a 12 a 3 16" 3 16' DOOR WIDTH feel and Inches ata oven DESIGN PRE55URE_ p5F IleuAltem tae de'sin mayogai uvea by e
g g g g / / ( -_ 1 _ .. P IiiGtsudprofesstmtalengiiu&.
'arab jamb, ahnb jamb annb jamb Supporting sructumlelemcni:ahall to
_
ATTACHNIENT.SPACING(ihc)ig3) r dosigned by a licensed professinnal engineer
1YOU 143U 209U_ 1Z 11
444U 1272U 1 -� frx wind Mads vi idditioiY In nalar litadt.
_... 6
LOAD PER FASTENER(pounds) \\tN l �N//� This dowing doei not nddreec Ihejnmh/well
conkottion i only door taochmont JdmhAvall
aantlntcnon is shown only for dlut6vtlton
\ �G6NgF•�tr /// purposes The bu(Idn�dusigna tC n,4pnnsiblc
rot ensuring tbtit the lambA all tt.unicieni to
51737 ' curry the door live and stave lands.
r
� SCALE
ToM U none
•0: STA E OF d O OOO DATE
John E,Scales,P.E. � Qj o v e g o D o n 2-18-2015
2560 King Arthur,Ste 124.54 i0 loP: I#
Lewisville,
37
/
PodaPE#5 Digitally Signed by John E.Scates P.E. Steel Attachment Detail-
TXPE 56308,1=-2203 Date:2018,02.07 15:11:13-06'00'
L: J
�CAI Drawing• BIA-103 Rev.-07
Professional.
Engineer's seal provided only foo verification of windload conshvction details, o